RC-12-21-3200 190 NW 93 StALL STA TE ENGINEERING AND TESTING CONSULTANTS, INC.
I
LI_ STATE. TESTING LAI''OIZA-IORIIiS-I:NGINI'I?RS-INSI'l-C"I'ION SIiIZVI('IiS ;IIL-:MIST'-DRILLING-LNVIROMENTAL SERVICES
ri&NEERING 12949 West Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 - Phone: 305-888-3373 Fax: 305-888-7443
(�C --1 z - 21 - 32-rxo
Field Density Test of Compacted Soils
ASTM D-5195
Client:
A uillen Construction
Order #
22-1060
Address:
5344 NW 37 Avenue Fort Lauderdale, FL 33309
Date:
05/30/22
Project:
Single Family Residence Addition
Gauge #
7833
Address:
'[
Attention:
Question
Shafqat Sindhu (786) 218-1515 shafgat -_atlstateenaineerinp.com
Lab ID #
Location
22-1085
Building Slab North Side 2nd Lift
22-1086
Building Slab South Side 2nd Lift
22-1087
Building Slab Center Area 2nd Lift
Building Slab West Side 2nd Lift
22-1088
22-1089
Building Slab East Side 2nd Lift
of Material
Lime Rock with Lime Sand
-Description
Back Fill
ISub
grade
I
I Base rock X
Sant led By: I
Sant
I Tested B :
I Sindlut
Laboratory Identification Number
22-1085
22-1086
22-1087
22-1088
22-1089
Test Number
9
10
11
12
13
Depth in Inches
12"
12"
12"
12"
12"
Field Density LB/Cu Ft. (Diy Density)
131.1
131.1
131.5
131.2
131.6
Moisture Contents
8.5
8.5
8.5
8.1
8.3
Maximum Density In the Field (%)
98.8%
98.8%
99.1 %
98.9%
99.2%
Comprtetion Requirement - % of d/as Densib'
95%
95%
95%
95%
95%
100% Marinutnt Density (Lab Test)
132.7
132.7
132.7
132.7
132.7
Proctor T-180 AASHTO Method C
22-1079
22-1079
22-1079
22-1079
22-1079
Optimum Moisture (%)
8.4
Reported By
Sindhu
Checked By
Shaf at
Typed By
SS
Respectfully submitted'l;Y.; Pa')1,t,,
`rJ` , ..... .n fYI
1 STATE GII IVI ** -� y
ESTING C�`}jfS,L�1��S, INC;' /T)„
Should any subsoil conditions in the property (area) tested be Ibund different Brim those encountered on t1i$;t"- '1q e�aitahs re�xat 1 od i3Y Density
Test. All State Engineering &s teslirle COn5nitalllS. Inc. is not to be held w-sponsible. i�f1 7 �, `
As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property ofclic t3/ t r i tl publication of
Statements, conclusions or extracts from our repoitS is reserved tIM 1101
MS� M+R Design Build Consulting Corp
780 TAMIAMI CANAL ROAD- MIAMI, FLORIDA 33144
PHONE: 786.546.3080
June 06, 2022.
Miami Shores Village
Building Department.
Re: Permit No. M2022005610.
190 NW 93th St. Miami, FI
To Whom It May Concern:
This to certify that this building site, consisting of both naturally occurring soils
and added subgrade fill (grey sand with rock) in accordance with attached Field
Density Test of Compacted Soils prepared by All State Engineering and Testing
Consultants complies with the soil requirements (95% compaction).
Should you have any questions or need additional information please do
not hesitate to contact me.
Sincerely,
J e Ramos.
M+R Design Build Consulting Corp.
FUSE RAMPS
ARIII15 � ~
Digitally signed
by Jose Ramos
Date:
2022.06.06
15:21:08-04'00'